Cathode Protection Method and Apparatus for Reinforced Concrete Structure and Composite Structure and Processing Method for Reinforced Concrete Structure

ABSTRACT

A cathode protection method of embedded CFRP anode for reinforced concrete structure includes the following steps. Provide a preformed groove with a predetermined shape and size in a surface of a protection area of a reinforced concrete body, and remove dust in the preformed groove. Provide a CFRP member on the surface of the protection area of the reinforced concrete body. Coat an electrical conductive adhesive material between side surfaces of the reinforcing column of the CFRP member and the preformed groove and between the reinforcing plate and the reinforced concrete body. Connect the CFRP member with a positive electrode of an external DC power supply and the steel reinforcing element with a negative electrode of the external DC power supply.

NOTICE OF COPYRIGHT

A portion of the disclosure of this patent document contains materialwhich is subject to copyright protection. The copyright owner has noobjection to any reproduction by anyone of the patent disclosure, as itappears in the United States Patent and Trademark Office patent files orrecords, but otherwise reserves all copyright rights whatsoever.

BACKGROUND OF THE PRESENT INVENTION

1. Field of Invention

The present invention relates to a field of building materials, and moreparticularly to a cathode protection method of embedded CFRP anode for areinforced concrete structure. And, the present invention furtherrelates to a composite structure and a processing method for reinforcedconcrete structure with a cathode protection CFRP structure.

2. Description of Related Arts

The main reason for the eroding durability of the deterioration of thereinforced concrete structure is the internal corrosion of the steelreinforcing element. Currently, the impressed current cathode protectiontechnology has proven to be one of the most effective methods to inhibitthe corrosion of the steel reinforcing element. The impressed currentcathode protection technology is based on the principle of thePH-potential diagram, wherein cathode current is applied to the steelreinforcing element for forcing the potential of the steel reinforcingelement in the corrosion-free area so as to reach the protection purposefor the steel reinforcing element.

Accordingly, an auxiliary anode is one of the most important parts inthe impressed current cathode protection technology. One of the existingauxiliary anode structures is that the auxiliary anode is tiled inpieces on a surface of the structure of the steel reinforcing element,and the other auxiliary anode structure is that the auxiliary anode isspacedly affixed into a pre-designed preformed grooves, wherein thesetwo structures of the existing auxiliary anode are related to thestructure of the protection area and the resistance of the concrete. Theauxiliary anode of the first auxiliary anode structure is widely covedon the surface of the structure of the steel reinforcing element,wherein the auxiliary anode has the larger coverage area so as tofacilitate the distribution of the current, but it is also limited bythe effects of the non-uniform resistance of concrete, such as a mixedmetal titanium oxide anode. The auxiliary anode of the second auxiliaryanode structure as mentioned above is that the auxiliary anode isspacedly affixed in the preformed grooves of the structure of the steelreinforcing element, wherein the coverage area of the auxiliary anode isrelative small which means the distribution of the current is relativelyweak, but this manner reduces the distance between the steel reinforcingelement and the concrete so as to reduce the resistance therebetween,such as the buried-type anode. Furthermore, the concrete is aheterogeneous material, and has great resistance and uneven indistribution, such that the concrete is easy to be affected by theenvironmental factors.

In the present technology, according to the perspective of the materialscience, the use of a steel, fiber-reinforced polymer (referred to asFRP) or carbon fiber reinforced polymer (CFRP) are utilized to processstructural steel reinforcing element and bonding materials. However, theconstruction process has several defects and errors; any deteriorationduring the construction process will destroy this protective layer(structural strengthening materials) so as to cause the secondarycorrosion of the concrete.

In recent years, FRP-concrete composite structures are increasinglyattracted by the attention of scholars. This is because FRP-concretecomposite structure can improve the force situation, wherein the FRP aretemplates in the construction process, so no additional templates and nocorresponding template removal steps are needed, such that the FRP hasan excellent durability. A Good durability of the FRP-concrete compositestructure is mainly due to the use of good durability of the FRP, andthe FRP has the ability to prevent intrusion of external harmfulsubstances in a member while FRP is overall wrapped on that member. Thestructural durability is more sensitive to the required of thematerials, the construction process and the working environment. When animproper construction step happened, the durability of the FRP-concretecomposite structure will no longer have the advantages due to theinternal defects of the FRP materials and plenty of harmful substanceswhich contain therein. While using concrete with rich of chlorides,sulfates and other harmful substances, such as sand type concrete, theconcrete has various conditions of the acceleration of the corrosion ofsteel reinforcing element, so the corrosion of the steel reinforcingelement within the FRP-concrete composite structure occurs more earlier,wherein the durability of the FRP-concrete composite structure isdamaged, so the FRP-concrete composite structure need to be repaired andmaintained early.

The most common structural strengthening materials in the structuralstrengthening field and the composite structure field are carbon fiberreinforced polymer (CFRP), which has the advantages of light in weight,high in strength, high in modulus, and having good corrosion resistance,so CFRP is a well-known structural strengthening material. Including thewell-known dynamic properties of CFRP, its essential element, carbonfibers, has good electrochemical properties, which has good electricalconductivity and the electrode potential is close to the electrochemicalproperty of the noble metal. Therefore, the electrochemical propertiesof the CFRP can be applied to the auxiliary anode of the impressedcurrent cathode protection system for the reinforced concretestructures. And, the electrochemical properties and the dynamicproperties of the CFRP also can be applied to form a new type compositestructure for reinforced concrete structure with a good durability.

Furthermore, the electrochemical properties and the dynamic propertiesof the CFRP also can be applied to form a new type composite structurefor reinforced concrete structure having steel reinforcing elementprotection and cathode protection. The CFRP, as a composite material inthe structure, not only has advantages in the composite structure, butalso is an auxiliary anode in the impressed current cathode protectionsystem. The weak cathode current is applied to the CFRP-compositestructure while the structure starts to be built, and the steelreinforcing element in the CFRP-composite structure is in a cathodepolarization situation for a long time, so as to achieve the protectioneffect. Therefore, the CFRP-composite structure has a strong ability toresist the corrosion of the steel reinforcing element due to theinherent or the external intrusion of chlorides ions, or the intrusionof other corrosive media, so as to significantly improve the durabilityof the CFRP-composite structure

In addition, the entire impressed current cathode protection system forthe reinforced concrete structure comprises pre-protected steelreinforcing elements, an auxiliary anode, a DC power detection systemand a control system. Within, the major costs of the impressed currentcathode protection system are based on the auxiliary anode and thecontrol system, so in order to control the cost of cathode protectionsystem, it is important to develop an optimum auxiliary anode or animproved configuration of the control system. Within, the optimumauxiliary anode is able to achieve by researching the auxiliary anodehaving a main component of CFRP.

After applying impressed cathode current to the steel reinforcingelement, it is needed for testing the corrosion condition of the steelreinforcing element, and measuring electrochemical parameters thereof,such as potential polarization, and the current density of thecorrosion, and finally generating feedbacks to the control systems. Whenthe electrochemical parameters of the corrosion condition of the steelreinforcing element does not match the requirements, the control systemwill regulate the voltage of the DC power supply or the current outputthereof, so as to ensure an adequate protection for the steelreinforcing element. Therefore, the traditional impressed currentcathode protection system requires expensive in routine maintenance andoperation costs.

Therefore, the present invention of the impressed current cathodeprotection technology needs to be improved.

SUMMARY OF THE PRESENT INVENTION

A main object of the present invention is to provide a cathodeprotection method of embedded. CFRP anode for a reinforced concretestructure and apparatus therefor, wherein the present invention isprovided to solve the high costs of the cathode protection system whileprocessing the impressed current cathode protection method for thereinforced concrete structure, such that the present invention alsoprovides a best performance for protecting the reinforced concretestructure and reducing the maintenance costs.

Another object of the present invention is to provide a compositestructure and a processing method for reinforced concrete structure withautomatic cathode protection CFRP structure, wherein the CFRP hasdual-functions as a composite-structure material and an auxiliary anode,wherein no investigation device and control systems are in the abovementioned apparatus, wherein the present invention is provided to solvethe problems of high costs of the protection of the intrusion ofinherent or external corrective media in the reinforced concretestructure, so no traditional investigation and control devices thecomposite structure and method for reinforced concrete structure withautomatic cathode protection CFRP structure need to installed on theabove described structure, so as to simplify the configuration of thepresent invention.

A cathode protection method of embedded CFRP anode for a reinforcedconcrete structure comprises steps of:

A. providing a preformed groove based on a predetermined shape and sizein a protection area of a reinforced concrete body, and removing all thedust within the preformed groove;

B. providing a CFRP member on a surface of the protection area of thereinforced concrete body, wherein the CFRP member includes a reinforcingcolumn matching with the preformed groove and a set of reinforcing plateaffixed on inner surfaces of the protection area of the reinforcedconcrete body;

C. coating adhesive material with conductive function on the reinforcingcolumn of the CRFP sheet, two side surfaces of the preformed groove, anda surface between the concrete and the reinforcing plate, so thereinforcing column is affixed within the preformed groove and thereinforcing plate is affixed on the concrete; and

D. connecting the CFRP member with the positive electrode of theexternal power supply, and connecting the steel reinforcing element withthe negative electrode of the external power supply, so the steelreinforcing element and the adhesive material are electrically connectedtogether via the concrete to form a serially-closed current loop.

Before the step A, the cathode protection method of embedded CFRP anodefor a reinforced concrete structure further comprises a step A0 ofremoving loose concrete within the protection area of the reinforcedconcrete body, and polishing and smoothing the remaining concrete withinthe protection area is provided.

Between the step B and step C, the cathode protection method of embeddedCFRP anode for a reinforced concrete structure further comprises a stepB1 of filling adhesive material into the uneven area and pressingthereon so as to remove the air within the adhesive material isprovided.

The step C of the cathode protection method of embedded CFRP anode for areinforced concrete structure further comprises a step C1 of testing theelectric connectivity between each of the steel reinforcing elements isprovided.

Between the step C and step D, the cathode protection method of embeddedCFRP anode for a reinforced concrete structure further comprises a stepDO of checking the electric connectivity between the steel reinforcingelement, the concrete, and the CFRP member is provided.

Adhesive material of the cathode protection method of embedded CFRPanode for a reinforced concrete structure are cement grout or epoxyflues with conductive particles.

The present invention provides a cathode protection apparatus forembedded CFRP anode for reinforced concrete structure, which comprises:

a reinforced concrete body comprising one or more steel reinforcingelements embedded therein and having at least a preformed groove thereinand defining adjacent side surfaces thereon adjacent to the preformedgroove;

at least a CFRP member comprising a reinforcing column and a reinforcingplate integrally connected with the reinforcing column, wherein thereinforcing column is shaped and sized with respect to the preformedgroove and inserted into the preformed groove while the reinforcingplate facing the side surfaces;

an electrical conductive adhesive material applied between thereinforcing column and side surfaces of preformed groove and between theadjacent side surfaces of reinforced concrete body and the reinforcingplate; and

a direct current (DC) power supply which has a positive electrodeconnecting with the CFRP member and a negative electrode connecting withthe steel reinforcing elements in the reinforced concrete body in such amanner that the steel reinforcing elements, the adhesive material, theconcrete, and the CFRP member form a close electrical conductivecircuit.

According to the cathode protection apparatus of embedded CFRP anode forreinforced concrete structure of the present invention, the CFRP memberis a CFRP plate.

According to the cathode protection apparatus for embedded CFRP anodefor reinforced concrete structure of the present invention, all thesteel reinforcing elements within the protection area are electricallyconnected with each other. According to the cathode protection apparatusof embedded CFRP anode for reinforced concrete structure of the presentinvention, the adhesive material are cement grout or epoxy flues withconductive particles.

The present invention provides a cathode protection method of embeddedCFRP anode for reinforced concrete structure and apparatus thereof,wherein the CFRP member is used as an auxiliary anode so as to not onlyprovide a best protection performance, but also reduce the protectioncosts compared with the existing mixed metal titanium oxide anode, andthat the embedding connection between the reinforcing column of the CFRPmember and the corresponding preformed groove of the reinforced concretestructure beneficially reduces the resistance of the concrete within theprotection area so as to achieve an even distribution of the protectivecurrent.

A processing method for reinforced concrete structure with automaticcathode protection CFRP structure comprises steps of:

a. integrally mounting reinforced concrete body with a CFRP member:

b. mounting the CFRP member on a surface of a reinforcing region of thereinforced concrete body;

c. embedding at least one steel reinforcing elements around an innerperipheral of the reinforced concrete body; and

d. connecting an external power supply to the CFRP member for impressingcurrent to the steel reinforcing elements.

In the processing method for reinforced concrete structure withautomatic cathode protection CFRP structure, the CFRP member is acomposite material, which mixes with different fibers or matrixmaterials.

A composite structure for reinforced concrete structure with automaticcathode protection CFRP structure comprises:

a CFRP member arranged on a surface of a reinforcing region of areinforced concrete body;

at least one steel reinforcing elements embedded into the reinforcedconcrete body; and

an external power supply connected to the CFRP member for impressingcurrent to the steel reinforcing elements; wherein

the reinforced concrete body is integrally mounting with a CFRP member.

In the composite structure for reinforced concrete structure withautomatic cathode protection CFRP structure, the reinforced concretebody comprises a plurality of steel reinforcing elements, and each ofthe steel reinforcing elements is electrically connected.

In the composite structure for reinforced concrete structure withautomatic cathode protection CFRP structure, the external power supplyis a DC power supply.

In the composite structure for reinforced concrete structure withautomatic cathode protection CFRP structure, the reinforced concretebody are circular concrete column, wherein a plurality of steelreinforcing elements are arranged around an inner peripheral of thereinforced concrete body, and the adjacent steel reinforcing elementsare electrically connected.

In the composite structure for reinforced concrete structure withautomatic cathode protection CFRP structure, the CFRP member is a CFRPpipe.

The present invention provides a composite structure and method forreinforced concrete structure with automatic cathode protection CFRPstructure, wherein the present invention provides a cathode protection,and the steel reinforcing elements within the concrete are impressed bya weak current via the CFRP materials so as to achieve the protectionpurposes, so the corrosion of the steel reinforcing elements within thesand type concrete has been prevented. And, the CFRP has dual-functionsof the structural reinforcement and the cathode protection. Whilepresent invention is applied to the reinforced concrete structure, thesteel reinforcing elements can be well-protected under rich ofcorrective media within the concrete and under a harmful externalworking environment. In addition, the present invention provides astable output current and so as to omit the conventional control andinvestigation system and simplify the configuration of the presentinvention. At the same time, the CFRP, the concrete, and the steelreinforcing elements are integrally mounted to be a whole unit so as toomit the installation process of the cathode protection body and improvethe efficiency of the construction.

Additional advantages and features of the invention will become apparentfrom the description which follows, and may be realized by means of theinstrumentalities and combinations particular point out in the appendedclaims.

Still further objects and advantages will become apparent from aconsideration of the ensuing description and drawings.

These and other objectives, features, and advantages of the presentinvention will become apparent from the following detailed description,the accompanying drawings, and the appended claims.

BRIEF DESCRIPTION OF THE DRAWINGS

FIG. 1 is structural perspective view of a cathode protection apparatusof embedded CFRP anode for a reinforced concrete structure according toa preferred embodiment of the present invention.

FIG. 2 is a block diagram of a cathode protection method of embeddedCFRP anode for the reinforced concrete structure according to the abovepreferred embodiment of the present invention.

FIG. 3 is a structural perspective view of a composite structure forreinforced concrete structure with automatic cathode protection CFRPstructure according to a second preferred embodiment of the presentinvention.

DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENT

The following description is disclosed to enable any person skilled inthe art to make and use the present invention. Preferred embodiments areprovided in the following description only as examples and modificationswill be apparent to those skilled in the art. The general principlesdefined in the following description would be applied to otherembodiments, alternatives, modifications, equivalents, and applicationswithout departing from the spirit and scope of the present invention.

Referring to FIG. 1 of the drawings, a cathode protection apparatus ofembedded CFRP anode for reinforced concrete structure according to apreferred embodiment of the present invention is illustrated, whereinthe cathode protection apparatus of embedded CFRP anode for reinforcedconcrete structure comprises a plurality of steels reinforcing elements4 embedded in a concrete body 3, (for example, two steel reinforcingelements are shown steel reinforcing element in FIG. 1), wherein each ofthe steel reinforcing elements is electrically connected together byconductive wires. The cathode protection apparatus of embedded CFRPanode for reinforced concrete structure further comprises at least aCFRP member 1, wherein the concrete 3 is a reinforced concrete body 3having a preformed groove 31 indentedly provided therein and definingadjacent side surfaces thereon adjacent to the preformed groove 31. Theshape and size of the preformed groove 31 and the substantial number ofsuch preformed groove are determined according to the requirement of thecathode protection.

The CFRP member 1 comprises a reinforcing column 11 and a reinforcingplate 12 integrally connected with the reinforcing column 11, whereinthe reinforcing column 11 is shaped and sized to match with and insertin the preformed groove and the reinforcing plate 12 is affixed to theadjacent side surfaces of the protection area of reinforced concretebody 3 respectively via electrically conductive adhesive material 2. Inother words, the reinforcing column 11 and the reinforcing plate 12 ofthe CFRP member 1 is connected with preformed groove 31 and the adjacentside surfaces of the reinforcing concrete body by means of the adhesivematerial 2 so as to reduce a distance between the CFRP member and thesteel reinforcing elements in the reinforcing concrete body 1, so thatthe resistance therebetween is decreased accordingly and thus renderingthe protective current thereof being more uniformly and evenly.

In substantial application, the adhesive material is required to meetthe requirements of providing electrical conductivity and enabling theCFRP rigidly affixed on the surface of the concrete. For example, theadhesive material 2 can be cement grout, such as inorganic cementationsmaterials, or conductive particles, such as epoxy glue with graphitepowder that can achieve the above requirements. Preferably, according tothe present invention, the cement grout is used as the adhesive material2 that can adhere to the surfaces of the CFRP member 1. It not only hasa really high strength and it can also connect the CFRP member with theconcrete that can substantially increase the stability, as a whole, forthe application of the cathode protection method of embedded CFRP anodefor the reinforced concrete structure, wherein the preferred thicknessof the adhesive material 2 is about 3 mm.

The CFRP member 1 is connected to a positive electrode of an externaldirect current (DC) power supply (not shown in Figures), and the steelreinforcing element 4 is connected to a negative electrode of theexternal power supply, wherein the steel reinforcing elements 4 isconnected with the CFRP member 1 via the adhesive material 2 and theconcrete 3 to form a close electrical conductive circuit.

The carbon fiber reinforced polymer (CFRP) material not only hasexcellent dynamic property. Its essential element, carbon fiber, hasgood electrical conductivity and its electrode potential is closed tothe electrochemical property of the noble metal. Therefore, in the abovedescribed apparatus of the present invention, the using of the CFRPmember 1 as the cathode of the electric current to assist the anode canadequately utilize its dynamic performance and electrochemical property.It provides cathode protection and technical performance whileconsidering the structural reinforcement. In addition, the cost of usingCFRP material is cheaper than cathode made of mixture of metal andtitanium oxide so that the cost of the present invention is reduced.Also, it can be various sectional forms, rendering easy utilization inapplication.

Preferably, when the adhesive material is cement grout, the surfacecontact between the adhesive material and the CFRP is ensured and itsthickness adhesive material is suggested to be about 3 mm.

In the above described apparatus of the present invention, the number ofthe steel reinforcing elements may be plenty according to differentareas needed to be protected. The steel reinforcing elements arerequired to be connected with each other by electrical conductive wires,wherein their electric conductivity must be tested to ensure the steelsreinforcing elements within the concrete structure area can be wellprotected.

It is worth mentioning that the reinforced concrete structure of thepresent invention is not limited to rectangular structure as shown inFIG. 1. It can be other structures and shapes, such as cylindricalconcrete, etc.

According to the embedded CFRP anode for a reinforced concrete structureand apparatus described above, a cathode protection method for embeddedCFRP anode for a reinforced concrete structure is provided, as shown inFIG. 2, wherein the method comprises the steps of:

S1. Provide a preformed groove 31 with a predetermined shape and size ina protection area of a reinforced concrete body 3, and remove dust inthe preformed groove.

Before the step S1, in order to enable the concrete within theprotection area can become continuous electrolyte, it is required toremove any loose concrete within the protection area of the reinforcedconcrete body 3, to explode the firm and solid portion, to polish andsmoothen to flat and clean, to add adhesive material to any uneven andnon-flat area of the concrete, and to squeeze out air within any areamixed with adhesive material, and to remove the excessive adhesivematerial.

S2. Provide at least a CFRP member on the respective surface of theprotection area of the reinforced concrete body, wherein the CFRP memberincludes at least a reinforcing column 11 shaped and sized with respectto the preformed groove 31 and at least a reinforcing plate 12integrally connected with the reinforcing column 1 and affixed on theportion adjacent to the preformed groove 31 of the surface of theprotection area of the reinforced concrete body 3.

That is the CFRP member 1 is connect to the reinforced concrete body 3,wherein the CFRP member 1 comprises the reinforcing column 11 and areinforcing plate 12 integrally connected to the reinforcing column 11,wherein the reinforcing column 11 is embedded and inserted in theindented preformed groove 31 while the reinforcing plate 12 is a CFRPplate affixed to the adjacent side surfaces in the protection area ofthe reinforced concrete body.

S3. Coat an adhesive material 2 with electrical conductive ability onside surfaces of the reinforcing column 11 and the preformed groove 31of the reinforced concrete body 3 to be connected with each other andbetween the reinforcing plate 12 and the reinforcing concrete body 3.Embed the reinforcing column 11 in the preformed groove 31 of thereinforced concrete body 3 and connect the reinforcing plate 12 with thereinforced concrete body 3.

That is to coat the adhesive material 2 between the CFRP member 1 andthe reinforced concrete body 3. In other words, the adhesive material 2is applied between the reinforcing column 11 and the preformed groove 31and between the reinforcing plate 12 and the reinforced concrete body 1so as to adhere the reinforcing column 11 in the preformed groove 31 andthe reinforcing plate 12 with the reinforcing concrete body 3 in orderto connect CRFP member 1 with reinforced concrete body 3.

S4. Connect the CFRP member 1 with a positive electrode of an externalDC power supply, and connect the steel reinforcing elements with anegative electrode of the external DC power supply, so that the steelreinforcing elements 4 and the adhesive material 2 are electricallyconnected via the concrete of the reinforced concrete body 3 to form aclosed electric conductive circuit.

In the step S4, if the number of the of the steel reinforcing elementwithin the protection area is more than one, all the steel reinforcingelements 5 within the protection area must be electrically connectedwith each other, wherein the electrical conductivity between the steelreinforcing elements 4 must be examined and ensured, as well as theelectrical conductivity between the reinforced concrete body 3 and theCFRP member 1 must also be examined and ensured, so as to ensure theentire circuit can transmit cathode protective current.

The adhesive material 2 is required to have electrical conductivity andits strength must be strong enough. Preferably, the adhesive material 2used in the present method is cement grout. In a preferred embodiment,the cement grout is needed to fill the cracks in the concrete to ensurethe concrete becomes a continuous electrolyte.

The present invention provides a cathode protection method of embeddedCFRP anode for reinforced concrete structure and apparatus thereof,wherein the apparatus utilizes the more cost effective CFRP material asauxiliary anode to substitute the conventional mixture of metal andtitanium oxide. In addition, the present invention utilizes adhesivematerial with electrical conductivity and larger strength to connect thesteel reinforcing elements and the CFRP material, so as to achieve idealprotection while reducing the cost and enhancing the stability of theprotection apparatus. The using of the column shaped section for theCFRP member substantially reduces the distance between the CFRP memberand the steel reinforcing elements as well as the resistancetherebetween, so as to provide a more even distribution of theprotective current in the concrete structure and achieve a betterprotection effect.

Referring to FIG. 3 of the drawings, a composite structure forreinforced concrete structure with automatic cathode protection CFRPstructure according to a second preferred embodiment of the presentinvention is illustrated, wherein the composite structure comprises twostructural bodies, which are a reinforced concrete body and cathodeprotection body.

The reinforced concrete body comprises a concrete 3*, a plurality ofsteel reinforcing elements 2*, a CFRP pipe 1*, wherein the steelreinforcing elements 2* are embedded within the concrete 3*, wherein theCFRP pipe 1* is arranged on a surface of the reinforced concrete body,and is electrically connected with the steel reinforcing element 2* viathe concrete 3*. And, an external power supply 5* is connected to atleast one steel reinforcing elements 2* of the reinforced concrete bodyand the CFRP pipe 1* for impressing current to the steel reinforcingelement 2*. In the present invention, the reinforced concrete body isintegrally mounted with the CFRP pipe 1*.

The CFRP pipe 1* is a composite material mixing with different fibers ormatrix materials, such as carbon fiber and glass fiber (a fiber-reinforced composite material).

The present invention utilizes the advantages of the excellent dynamic,and electrochemical properties of the CFRP, the CFRP is not only used tobe a reinforcing material, but also can be used to an auxiliary anode.Therefore, the structural reinforcement system and the cathodeprotection system are integrated to be one structural system, Accordingto the above described composite structure, even if the steelreinforcing elements 2* are embedded into a concrete with rich ofcorrective media, such as sea sand type concrete, all steel reinforcingelements 2* therein are well protected. The steel reinforcing elements2*—the concrete 3*—the CFRP pipe 1* (connected by a conductive wire 6*)form a complete conductive circuit to smoothly transmit the cathodeprotection current. The present invention utilizes an external powersupply 5* with a constant output current or voltage to impress weakcurrent to the steel reinforcing elements 2* to achieve the cathodeprotection, such that the cathode current is applied to the steelreinforcing elements 2* for forcing the potential of the steelreinforcing elements 2* in the corrosion-free area so as to reach theprotection purpose for the steel reinforcing element 2*. And, theexternal power supply 5* is a DC power supply providing a constantoutput current and voltage.

According to the above second preferred embodiment of the presentinvention, the reinforced concrete body can be a circular concretecolumn or a rectangular structure, and FIG. 3 shows the cylindricalreinforced concrete body structure. Referring to FIG. 3 of the drawings,a plurality of steel reinforcing elements 2* are arranged around aperipheral of the concrete 3*, and each of the adjacent steelreinforcing elements 2* is electrically connected, so theelectrically-connected steel reinforcing elements 2*, the concrete 3*,and the CFRP pipe 1* are integrally mounted with each other so as toomit the installation process for the cathode protection body. In otherwords, the external powers supply 5* of the cathode protection body isdirectly connected to the reinforced concrete body. For example, theexternal power supply 5* has a negative electrode connecting to any ofthe steel reinforcing elements 2*, and a positive electrode connectingto the CFRP pipe 1*, so as to from the cathode protection body.

The CFRP pipe 1* is a reinforcing material and an auxiliary anode in thepresent invention, and the CFRP member must have a reliable dynamicproperty, electrochemical properties and durability properties under along term usage, environmental factors and the interaction of theprotection current interaction, so as to achieve structuralreinforcement and cathode protection.

In the above described apparatus of the present invention, the number ofthe steel reinforcing elements 2* must be at least one. When the numberof the steel reinforcing elements 2* is larger than one, each of thesteel reinforcing elements 2* is required to be connected with eachother by an electrical conductive wire 4*, wherein their electricconductivity must be tested. The number of the steel reinforcingelements 2* is not limited, which can be three, four, five, or othernumber thereof.

The carbon fiber reinforced polymer (CFRP) has the advantages of lightin weight, high in strength, high in modulus, and having good corrosionresistance, so CFRP is a well-known structural reinforcing material.Actually, including the well-known dynamic properties of CFRP, itsessential element, carbon fibers, has good electrochemical properties,which has good electrical conductivity and the electrode potential isclosed to the electrochemical property of the noble metal. Therefore,the electrochemical properties of the CFRP can be applied to theauxiliary anode of the impressed current cathode protection system forthe reinforced concrete structures.

Furthermore, according to the dynamic properties and electrochemicalproperties of CFRP, a composite structure having cathode protection andsteel reinforcing element protection function is provided. That is tosay, the CFRP not only has advantages in the composite structure, butalso can be an auxiliary anode in the impressed current cathodeprotection system. The present invention can achieve a purpose ofachieving a structural reinforcement and cathode protection function inthe same structure, and the CFRP is an auxiliary anode to eliminate toinstall a control system and an investigation system.

A processing method for reinforced concrete structure with automaticcathode protection CFRP structure comprises steps of:

A. integrally mounting a reinforced concrete body with a CFRP member 1*:

B. mounting the CFRP member 1* on a surface of a reinforcing region ofthe reinforced concrete body;

C. embedding at least one steel reinforcing elements 2* around an innerperipheral of the reinforced concrete body; and

D. connecting an external power supply 5* to the CFRP member 1* forimpressing current to the steel reinforcing elements 2*.

Moreover, the CFRP member 1* is a composite material, which mixes withdifferent fibers or matrix materials.

The present invention provides a composite structure and method forreinforced concrete structure with cathode protection CFRP structure,wherein the present invention provides a cathode protection, and thesteel reinforcing elements 2* within the concrete 3* are impressed by aweak current via the CFRP materials so as to achieve the protectionpurposes, so the corrosion of the steel reinforcing elements 2* withinthe sand concrete has been actively prevented. And, the CFRP hasdual-functions of the structural reinforcement and the cathodeprotection. While present invention is applied to the reinforcedconcrete structure, the steel reinforcing elements 2* can bewell-protected under rich of corrective media within the concrete andunder harmful external working environment. In addition, the presentinvention provides a stable output current so as to omit theconventional control and investigation system and simplify theconfiguration of the present invention. At the same time, the CFRPmember 1*, the concrete 3*, and the steel reinforcing elements 2* areintegrally mounted to be a whole unit so as to omit the installationprocess of the cathode protection body and improve the efficiency of theconstruction.

One skilled in the art will understand that the embodiment of thepresent invention as shown in the drawings and described above isexemplary only and not intended to be limiting.

It will thus be seen that the objects of the present invention have beenfully and effectively accomplished. The embodiments have been shown anddescribed for the purposes of illustrating the functional and structuralprinciples of the present invention and is subject to change withoutdeparture from such principles. Therefore, this invention includes allmodifications encompassed within the spirit and scope of the followingclaims.

What is claimed is:
 1. A cathode protection method of embedded CFRPanode for reinforced concrete structure, comprising the steps of: (a)providing a preformed groove with a predetermined shape and size in asurface of a protection area of a reinforced concrete body, and removingdust in said preformed groove; (b) providing a CFRP member on saidsurface of said protection area of said reinforced concrete body,wherein said CFRP member comprises a reinforcing column shaped and sizedwith respect to said preformed groove and at least at least areinforcing plate integrally connected with said reinforcing column andaffixed on said surface of said protection area of said reinforcedconcrete body; (c) coating an adhesive material with electricalconductive ability on side surfaces of said reinforcing column of saidCRFP member and said preformed groove of said reinforced concrete bodyto be connected with other and between said reinforcing plate and saidreinforced concrete body, so as to embed said reinforcing column in saidpreformed groove of said reinforced concrete body and connect saidreinforcing plate with said reinforced concrete body; and (d) connectingsaid CFRP member with a positive electrode of an external DC powersupply and connecting at least a steel reinforcing element in saidreinforced concrete body with a negative electrode of said external DCpower supply, wherein said steel reinforcing element and said adhesivematerial are electrically connected via said reinforced concrete body,said CFRP member and said external DC power supply to form a closeelectrical conductive circuit.
 2. The method, as recited in claim 1,before the step (a), further comprising a step of removing looseconcrete within said protection area of said reinforced concrete bodyand polishing and smoothing to flat and clean.
 3. The method, as recitedin claim 1, between the step (b) and step (c), further comprising thesteps of filling said adhesive material to any uneven and non-flat areaof said reinforced concrete body, squeezing to remove air mixed in saidadhesive material in said protection area, and removing excessiveportion of said adhesive material.
 4. The method, as recited in claim 2,between the step (b) and step (c), further comprising the steps offilling said adhesive material to any uneven and non-flat area of saidreinforced concrete body, squeezing to remove air mixed in said adhesivematerial in said protection area, and removing excessive portion of saidadhesive material.
 5. The method, as recited in claim 1, wherein thestep (c) further comprises a steps of electrically connecting said steelreinforcing elements in said protection area and ensuring an electricalconductivity between said steel reinforcing elements.
 6. The method, asrecited in claim 4, wherein the step (c) further comprises a steps ofelectrically connecting said steel reinforcing elements in saidprotection area and ensuring an electrical conductivity between saidsteel reinforcing elements.
 7. The method, as recited in claim 1, beforethe step (c) and (d), further comprising a step of ensuring electricalconductivity between said steel reinforced element, said reinforcedconcrete body and said CFRP member.
 8. The method, as recited in claim6, before the step (c) and (d), further comprising a step of ensuringelectrical conductivity between said steel reinforced element, saidreinforced concrete body and said CFRP member.
 9. The method, as recitedin claim 1, wherein said adhesive material is selected from a groupconsisting of cement grout and epoxy flues with conductive particles.10. The method, as recited in claim 8, wherein said adhesive material isselected from a group consisting of cement grout and epoxy flues withconductive particles.
 11. A cathode protection apparatus of embeddedCFRP anode for reinforced concrete structure, comprising: a reinforcedconcrete body comprising one or more steel reinforcing elements embeddedtherein and having at least a preformed groove therein and definingadjacent side surfaces thereon adjacent to said preformed groove; atleast a CFRP member comprising a reinforcing column and a reinforcingplate integrally connected with the said column, wherein saidreinforcing column is shaped and sized with respect to said preformedgroove and inserted into said preformed groove while said reinforcingplate facing said side surfaces; an electrical conductive adhesivematerial applied between the reinforcing column and side surfaces ofpreformed groove and between said adjacent side surfaces of reinforcedconcrete body and said reinforcing plate; and a direct current (DC)power supply which has a positive electrode connecting with said CFRPmember and a negative electrode connecting with said steel reinforcingelements in said reinforced concrete body in such a manner that saidsteel reinforcing elements, said adhesive material, said concrete, andsaid CFRP member form a close conductive circuit.
 12. The apparatus, asrecited in claim 11, wherein said CFRP member is a CFRP plate.
 13. Theapparatus, as recited in claim 11, wherein said steel reinforcingelements within said protection area are electrically connected witheach other.
 14. The apparatus, as recited in claim 12, wherein saidsteel reinforcing elements within said protection area are electricallyconnected with each other.
 15. The apparatus, as recited in claim 11,wherein said adhesive material is selected from a group consistingcement grout and epoxy flues with conductive particles.
 16. Theapparatus, as recited in claim 14, wherein said adhesive material isselected from a group consisting cement grout and epoxy flues withconductive particles.
 17. A processing method for reinforced concretestructure with automatic cathode protection CFRP structure, comprisingsteps of: a. integrally mounting a reinforced concrete body with a CFRPmember: b. mounting said CFRP member on a surface of a reinforcingregion of said reinforced concrete body; c. embedding at least one steelreinforcing elements around an inner peripheral of said reinforcedconcrete body; and d. connecting an external power supply to said CFRPmember for impressing current to said steel reinforcing elements, suchthat said steel reinforcing element, said external power supply, andsaid CFRP member form a close current loop.
 18. The processing method,as recited in claim 17, wherein said CFRP member is a composite materialmixing with different fibers and matrix materials.
 19. A compositestructure for reinforced concrete structure with automatic cathodeprotection CFRP structure, comprising: a CFRP member arranged on asurface of a reinforcing region of a reinforced concrete body; at leastone steel reinforcing elements embedded into said reinforced concretebody; and an external power supply connected to said CFRP member forimpressing current to said steel reinforcing elements; wherein saidreinforced concrete body is integrally mounting with said CFRP member.20. The composite structure, as recited in claim 19, wherein a pluralityof said steel reinforcing elements is embedded into said reinforcedconcrete body, and all said steel reinforcing elements are electricallyconnected.
 21. The composite structure, as recited in claim 19, whereinsaid external power supply is a DC power supply.
 22. The compositestructure, as recited in claim 19, wherein said reinforced concrete bodyis selected from a group consisting of a rectangular structure and acylindrical structure.
 23. The composite structure, as recited in claim19, wherein said reinforced concrete body is a circular concrete columnand a plurality of said steel reinforcing elements are arranged around aperipheral of said reinforced concrete body and each of said steelreinforcing elements is electrically connected.
 24. The compositestructure, as recited in claim 19, wherein said CFRP member is a CFRPpipe.